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HomeMy WebLinkAbout3314 Lytton Hall Drti ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft FooU Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or CIJ Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceding HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam MM HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or PH. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS I I ALL WORK SHALL COMPI V wiTw oeP_4 rA ,. J . CODE, I I AND THE CITY OF wvtaiirr r o OCT 1 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. H 0 0 0 z N z z g a d N E3 N z (D Q1 ry N c E to U f° L11 ~ 2 B Q CS �Q S� i � N Im W VJLL� Z 0. W W Z_JHIPT S �� •' c i •JJQ - CFO LL`. t O e= :' �l,<Antpr t •. .�R:• •� ,1i,lt:°, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w M o _J LJL- E io s >m aR L � H ro X O oa 8[ Z N Le �a i W $ SI w W J r Q: 1... (n C Z m O ZZ UY =bO Z QW a 3 op o JZ a o NW W Vd. � �dii N �� Mill CD O �w u ylo OU � zIa� 3 c o� M ^L, W .> 00 .-. > O Q C o N C m h F_ _ �- r � o _ LO N f z r 00 M M N o Z c ' E O ai a U � Q p � JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. C'% S C c TYP @ 1 STORY A S3 H.B.+ 1 11 ■■�hT�:�_ 1. ,■■� I-DRYER1 VENT I i y . I • :• O CARPET � OPT. to L.j EDGE OF SLAB 2" 11;2 - .. � • ■ WALL • ■■■����� I 1 1 • n ■���' io PILASTER W1 (4) #5 VERTICALS. GROUT SOLID. (SEE ELEV. FOR HEIGHT CEILING TO SIT DIRECTLY • 1 • • •PROVIDE m S3 TWO) PATIO PROTECTION WHEN G.T. REQUIRED PER FBC .wwwwwwwwwwwwwwwwwwr>:�wwwwwwwwwwwwwwwwwc - ©CAF © . MENCARPET It 6" � (O STUDS•-/FOYER■�' 9'-6:LG H AT 7-4- EN!njj - i■.:: w TYP @ STORY ,wwwwwwwwwwwr Ain (4) 2x4 #2 SYP STUDS- . - 4068 11,F* 4068 B. F. TYP @ 1 STORY - I CARPET 0- '- _ -OP r•lift = 1 (i 1 �, • . . • A = _ CARPET 1 '.. - 01� i, �ja �CARPET LI � 1.: MSh FRI01 .1 �\�■����� n • 1��/--�� ill o • - - BERGLASS- _URROUND' u - H.B+ TYP @ 1 STORY A S3 25-SH O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38j 18JX371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18�X62� S.H. 16 20 X 72 18 4 X 714 S.H. 1H2 271/4X26 26X25� S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11­15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37jX63 364X621/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 524 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1'131" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE FRONT ENTRY TOTAL AREA 408 42 2005 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 0 0 U Cl) z z Q 0 rz C tN z a) (D E: Cz L.Li U � - OLU N c o U m A o '® W = = s■ N N a z w LL 0 a OZCk I ED §!2- &16, XA0_0 0 9 wzl �•� p Q• a. Z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CO co O w ZZ ; E za W. o ym Div zo Q o i= U N �rO 0 o8� SO �d Z N � i a �o Sao Ww 4? ro U) C �x 00 z M z NN y J a w aw g 0 0 a W Q LL �o N W =g o ¢ '_ ZZ $3 c yM L .> i- 00 0 ) , a > N O C U 0.. m I� � TTM r70 L c o � _ , . rTi 'It N00 T ai M `- r CM (` o M N a n E O 0)) 2 c c a U a cc a JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 1.0 _ r I I 1 1'. ■ I .. ,r „ l r_-. c=... .. , - - -- - - _- _1 l,i �1"'^.�91...1'^L-S 4 -t _ !I! L _ 1 LJ i- i - 8'-0" BATH 2 KITCHEN ISLAND 9 I - ,A,-n" V-54" OWNER'S BATHROOM 5'-0" CO r 9 O) O fV F. OPT. REF. 0 M KITCHEN �IT Q co CO N F71 HOOD RANGE KITCHEN INTERIOR ELEVATIONS 0 O � M Z Z M d N U) V^, z CC3 �rCn W �[ • V W , U OW to c N o ' t— $ S U c • mks Q � w N v�i N y 00 Z O W w erg• v a w d�141 Q Z �`owd o IUL (C) J /. '• 5 Uk To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, fop w coz U- o zo � >m E V uj �� zr go oa w¢ O O � z CC O E N l9 � az O °dp Ez w� °1O • rp C z x U mo Z Oz z o J w o¢� <w zo �2 W C a mw O �LL J �I� 5 U3 o r > (Yi N ,! d- N LL <C o C 2CU N CL m T C � O � T i � 't N T T ei cM `— CIOCV)M c m Z E O ? Q. U ¢ 0 � JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 2.0 OP 0 ao 12 12 F5 5� �5 HEEL - s 12 3 TAB SHINGLES. ROOF -------------- - - -�--�- -—�5----- - INSTALLED AS PER F4 `J iv MANUF. SPECIFICATIONS T.O.M. ------ - - ----------------------- 1'-0" HDR HGT. _ _ _ _ - I I------------------------------- -- ------ TEXTURED CEMENTITIOUS FINISH 1" x 9" SMOOTH I I a ❑ TEXTURED ON C.M.U. (TYP.) HEAD / BAND TEXTURED 1 I I�J u u u L� 2"x4"SMOOTH ❑❑❑❑❑❑ ❑❑ SILL / BAND -- I ---� 1��--1 --- F.FL.--- - - - - - - - 12 5� 4' RIDGE VENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,'-0" 2'-0" PRE -ENGINEER TRUSS 12 5�� REFER TO STRUCTURAL PLANS FOR BEAM SIZE 2'xa° TYP. , 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. , , , REFER TO STRUCTURAL , , , PLANS FOR POST SIZE , 12' , � 12 , 2x FRAMING AS REQ. V RI POST TO CMU d CONNECTOR - REFER TO STRUCTURAL PLANS .,; ; ..fi�r•: (1) 2"X4" TYP. io w (2) 2"X6" TYP. w ' i'y •f i' f •Yyi FIN. FIR. SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — — — COLUMN DETAIL FRONT ELEVATION - 131 SCALE: 1 /4"=V-0" 12 �5 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. ------------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. TEXTURED CEMENTITIOUS 4 FINISH ON C.M.U. co (TYP.) io LEFT ELEVATION - 131 SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. L� 0 0 0 z z Q g- J z ^N r 0 o -J LL 0 O u., to c U m = o Q & o N N Zoe a W Q N yg �z ° v V H� O l) Z N Q fX h O O F E SS�4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o o w LL. ce E io o- 2 ym go Q cL U I— n] tE. a8 X U oa wa� V z o E O L �� a 2 wo Z W04 w� • rp N C ¢Q 2 OU v �i o ix ZLL Z (n N J22 m r; ee o Q W i 3o 3 y nU W S 5 0 ¢g NW o C0 o� a o- � za o3 G o T N > M L. \W ./ q' 00 CV LL. 4- m M = d- T O LO • "t N r iD T M T r 00 M M c M CV " r- E O Z a. w 0 _J ¢ p °� JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 3.1 60 00 T.O.M. -------11-01,- — DR HGT. F. FL. 18' RIDGE VENT 12 5� '�II'1/'+C \/C•IT� AI /1CC�IMC 4' RIDGE VENT vt !-E.•I.,E17- — — — — — — OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. TEXTURED 1'-0" CEMENTITIOUS FIN. ON C.M.U. L ` �— TEXTURED (TYP) 2'_011 9 CEMENTITIOUS 60 FINISH ON C.M.U. 2" x 411 SMOOTH (TYP.) TEXTURED SILL / BAND F.FL.------------ --- --------- ------------------------------------------------------------------------------------------- ---------- REAR ELEVATION - 61 SCALE: 1 /4"=1 r-0" RIGHT ELEVATION - B1 SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. "CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 13a SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a 0 � a 0 � z " Q J f7 � N WV1 CD LL Vi Y W 0 to c E �N o � w 0 ® =lam S Q 8, S N �$� a II• NLL �.�� 0. � LY LU Zt *0 :.•_ ` ••U ul ZZ '••.• .•• / r1111111111U1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cfl o w LJL E E io 2° >rn Za. c6 ~ 16 �5 f0 0 < oa. M 00 g z o E N f0 �?o ao a o w W M� ms • ,� C/3 Z U H=O o 2 z QW �O W �z z a Millizla � o <� �O �o $ 3 c o r m M ^L, 'W .= N 6,L Q C o N r C rn 01) r E oo r'M M M N y PI-z E O U) z° to a 0 � 4 C1 JOB NO : 19-5340 SCALE : AS NOTED SHEET NO. 3.2 2u 1" 2" "NOTE: VARIES 1'-10" 12" CAP CAP iv N FOAM TO BE USED 1" RADIUS—";C'' ONLY WHEN REQUIRED BY ^ - SIN 1/2" RADIUS 3 1/2" RADIUS M CO iv iC") EO SPECS. COMMUNITY FNOT,^ DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. iv 3/4" RADIUS 4 1'- 1" V N 1/2" RADIUS 1" 4" VARIES ;riN 1" 1" 1'4" 4 EDGE OF ZI OPENING VARIES 1 �. 4 M 7 22-2"'1,, 12" VARIES VARIES 1 1/2" RADIUS " '4 n'Na 41 W � 2" CD ~ 2 1/2" RADIUS � r <D co J4" co VARIES 12" 32" 11" �. iv r ryN 3•1" BASE • BASE M� 44 � • ilk N � 12" "NOTE: VARIES 8" 2" 3" FOAM TO BE USED ONLY WHEN 19 to REQUIRED BY a7 COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" = �N 1'_6^ 1" 1'-4" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF OPENING „ ki 2a" • ' 0 1-1/2" THICK 1-1/2" THICK 4" ll 10" iv Ali- „1„ - v 10" N T e 4" 6" U) U) 1-1/2" THICK 21" T 2 -4 1'-10"v " 1'-5" 54" 0„ IN 0 1-4 3„ N -ISV 4 I � 41„ i 12 VARIES VARIES U) w_ 1n 2� VARIES VARIES 1 • 4 8" 1., F�1� *' r--------- 1 °° r r io I� 'I " ' : "C/io 6" 4" <V (V KEYSTONE F11 0 OPTIONAL - KEYSTONE F11 00 r, OPTIONAL L3" I R6, i 12 44 41 -�- 2• TIC (� 4" GARAGE DR. OPENING 4" 3" 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1 64 14 1 2 • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1' S4" T-8" 7„ CV 1" 4" T-0" 4" r 101, 1'-4" 101, 0 N f2" CD W _ � z� co CV N _ in O T N R� 4' N �4 MM • ��1 1" N� GENERAL NOTES: o • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH 0 0 O CN C N CO z z g �J 1- d O th t/) zCz 4--+ Cn (� w � Ow LA f6 F- 0 8 '0013, —0 N N v�i N 2[ 00 Z W � W w 1-- o �E "Lj� ° a W ,a•A. LU V ¢ 'n 0 z Z C vtna'�w O 0 ` y Ee'3 ¢ Q LL�y�o�33 W a N<m o 0 U H rn 0 N M ti 0 To the best of the Engineet's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. � M � W Z z a Wo Cl-E o z =® on — X V zz p 6U o Z O E N ap ao ado a �� • ra C � U m m0 o 2z Z Vi OJ I m Q W N 3 oa Eo W C 3 W4 o NW o ow �� CAD 0. tz c o T > M 'W .= �y 00 N /-\ LL. 0 > O C o N i..V m cu 2 r � O Ln .� o T � M M o M N ^ Z Z M E p E �; a v Q o JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH-IIN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA 1 200 AMP #14 copper to lights & outlets #12 cropper to 20 amp clas #10.2 copper to WH #10.3 copper to Dryer n/0 r 410 SER Alu o 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 7I— WITH CODE APPROVED NEC 14, 250.94-J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE:1/4"=1'-0" H l� 0 O 0 0 CO rLn- 0 2 lf� Z N z g Q a 4. N _ N N z �1vJ V/T N Y W p U �' a I, 1,►` 0Q) W N E �Ln o � � U Co ' W 12 E C to Q Q & A74 Sm N N 00 qg � y a w St N { t W CAUt-M a o v N W o V F- ❑ ❑ rn 0 N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M W Z J Ea p E O w m v a= w0 00 U N i �o ¢Z Q; ry C do U ms o Z oZ Z VJ J 3 cw7m 21 �� os W a � O 'oLL U a W O w� YO a c0 � zIa vo 3 o r ^L' W 'Cr 00 N I„L a) L ! LO _j ,T d N LO r T oo tM CM c E Z E N 19 a U Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 4.0 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a I separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The I barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in I accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper II backed stucco lath) over an approved synthetic house wrap. ' R703.4 Flashing. Approved corrosion -resistant flashing shall be applied Ishingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing I a I components. Flashing shall be installed at the following locations. Q • Exterior window/door openings. ti�A 1� I • Intersection of chimneys or other masonry constructions with N ' frame walls. r • Under and at the ends of masonry, wood or metal copings _ I and sills. r--' • Continuously above all projecting wood trim. I / I I • Where exterior porches, decks or stairs attach to a wall or I 1 I I floor assembly of wood -frame construction. I 1 I • At wall and roof intersections I/ I/ I • At Built-in gutters. II _ I Attic Ventilation L Q — J I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition ZONE-1 O (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented ATTIC SPACE o space. The ventilating area may ie reduced to 1/s p provided that p least 40% ICT RIDGE ® but no more than 50% of the required ventilation is provided in the upper portion of I:12� SLOPE the space to be ventilated.Upper ventilators shall be located no more than 3 feet I � 5:12 SLOP I (measured vertically) below the ridge or highest point of the space, with the 2002 S • FT • w 4'-0" RIDGE VENT balance of the required ventilation provided by eave or cornice vents. Q > ��'� I CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN �Qy 0 I (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. o: N • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT C) • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Lo -v RIDGE 19'-0" RIDGE VENT w a O J N W a O J .......... r RIDGE ROOF PLAN- SCALE:1/4'=1'-0" ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ, FT. Total SQ. �• FT. SQ. ►N. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL.Z, CO 0 0 0 z z z g — Q co d N N z v�_LL CC5 0 c I I 1 _ 1 ILL 111 1 1 TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B. ' I T-O" ) I N I LO4. I � I f 1 1 ■• I • I I I R: OPT. D I &T. V—Ji TYP1 STORY t iziE_ 31/2" SLOPE I iv U.N.O. in A I co I I GI) : II o �G I CD 00 — ■ _ _' _ _ _ zo - _ : I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I I CHASE TO I I ISLAND I ' 11 •• .. • • • * , BUILDER TO PROVIDE J i W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN KITCHEN ISLAND I I LOW WALLS K S3 APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 I HOOKED FTG. DOWELS 5' EMBED "GRADE — W/ 25" EXT. ABOVE SLAB 40 I I I.• 4'-0" I STEEL" 25'-6" II I I I 20'-6 1 6'-8" 1'-4" II �=tea I I r r` STEPS AS REQUIRED I II `o I I I I II L JNI I: 7_5" T-1" 5'-8" Co PER FIELD CONDITIONS —_ 3 I I I II r 1AIZ PROVIDE 1 Y' RECESS n I II N �„ (: • ci?° I I K CG I CC c 2'-6" x 2'-6" x 1'-0" W/ 3 #5'S E.W. O - io ■ FOR SGD. REFER TO I I �L �J�I _ "' I III — — — �� I :: �W.H.\� S3 S3 I S3 r MASON'S SLOPE FOR ' WIDTH I III D.W. IN I \ CA I IN ' o —CJ III -- — — .. ..... — �4 — — _ o o S3 —I— — I I — —— J'FPROVIDE SLOPE CV o 31/2" /2" . I 2'-6"x2-6"x1'-0" - �31 T-1 4,_8„ 3-1/2" MIN 3000 PSI CONC. SLAB FOR W/ (3) #5'S E.W. Y2' x 9" I N L oo CO — — I HERNANDO COUNTY ONLY I RECESS FOR FRT. DOOR ■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE4' I I MIL VISQUEEN VAPOR BARRIER BELOW FIN, FLR. T-8" ` G S3 .. ■ ■ ■ ........ 51,! . r rA 00_01" ■ ' I 17'- ' ' ... 36'-6j' .. ... .......... ac.. . . • TYP @ 1 I j 2'-6"x2-6"x1'-0" STORY U.N.O. o W/ (3) #5'S E.W. I ' CJ • 'CJ CJ — CJ 04 I o HVAC CHASE / / ........ —Cr. . "' - I( III in BASED ON LOCATION II I I I rro I • /// r / II I r1II N I �00 17-2g" 2"_9" 2"_8" 2'-118"II 1 I / '� N MI _=====� j ► t t o? 4T, u .......... a i I A 91 k H 2' S-20" 1 2' TYP @ 1 STORY A U.N.O. S3 9- FOUNDATION PLAN, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU U g CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ; b #5 CONTINUOUS .; , . , • '•. REINF. SEE FND. FOR ' •• • QUANTITY ••• •• #5 X 25" X 25" CORNER ' ' �• ' ' •' '' BAR ONE FOR EA. ' ' •�•• 'H H HORIZ. REBAR, TYP. •.. '•.. :. U.N.O. • •. • •. • • **Alternate: _ ; • The reinf. bars shall be - • • •. • • • • • • .r•:.•.•.•:.•. j• �.r.:.•. j•�.•.� cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r� 0 0 M M 8 z N f0 z10 C d N V1 V+-jJ( M cc z LL' O V) c � �N F— o Co U W ~ 2 $ U �i N 0 • Q � o s N N Z� zJU ' W �lfl/,y 1LL aW o t9 �_ •pR 0 F Es5\' % To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M Z_ w LJL E 4F zo oo � >m ao Q t— @ —CL U O 0Z z O E ar ap wg gz ww �� C zZ OOYJ NJ mo Zz Z@ �T QCJ r� 0 oLL Q W o a W Q3 U �0 oz � W c NNNNN� o w F >= a i ova r o T > co L ,= WIt N oow. LL > O Q C o N H m 'T O _ Y, rt r• LO ui M co`'- (h M c E OLD a U Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 6.0 rA (2) RCJ > U CJ1 )CJ3 CJ5 EJ7 EJ7A. I EJ7 EJ7 EJ7 USP HD41OF w/ (10)) 1Od NAILS / 3/16" TAPCONS TYP. BEAM TC EJ7 (2) FLITCH PLATE BOSOM. OF Bb FG1 BM T BM T r/G1E W W M m m m m m M U Cn NCJ3V CJ5V EJ7V (2 x.. H Q F- Q . . F- Q . ... H ..... H Q ... ... ... I- Q O ... F- Q j -- .. H Q Q (2) X EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA U d' EJ7VA I- Q ... ........... 1- Q O EJ7VA EJ7V EJ7 N Q O r Q M Q rlO Q EJ7 O Q EJ7 EJ7. CJ5 CJ3 M U U J U kND 6) CMU 6" OSB @ T-O" VER UPLIFT CONNECTION CROSS-REFERENCE 7131119 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H .5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" F HHETA20 2235 10 - 10d x 1 112" G H10A 1340 1015 18 -1Od x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2"& 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1.1/2 HTT4 2715 518" ANCH. 120 10dx1.112 J HTT5 4350 3740 5/8" ANCH. 126 10dx1.1/2" HTT5 3225 5/8"ANCH. l(28)10dx1.112 K 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 ' 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I t IS2R 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335'* 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 112" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 -10d x 1 112" MTW16 1 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 1 555 1 -1 Od X 1 1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) A 11T (6) B) (A) P' ') (+ I'll-, 0R2%.Y CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (•'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4eo�YT�A&W FOR HIP PLANING TRUSSES. R1STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR STANDARD GABLE END z FRAMING = Q LU 2 ++ o + AID 0{O 2X TOP PLATE TO b a GABLE END W/ 16d J NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM @ GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLANT 0 0 U � zCq z z g J lh z D � o � U }+ N Y � Un c �N � o U 00 a" o = Q v rn N O � N � Z�� z INQ ui p °. a ioO Z O g m 0co Op IL �. Q O of E S5\ .;rltf`rr��(tttEE111��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O co Cn o w U- Q Ea 0 =o oLL » �a �® E U Fes— 0 �� U° az z-� O C:)ao d i ao �di az rW cj C Y U 0 Z oz u� J ab 8. O Q IW. a U W CL w �w o CD w �o }x CD OU �+ C o T B M nL, \W ./ 41,14" N LL � Q C o o N r Ln '0 0 LO 0 LO oo M z CV y i E O ? a E U -j Q c JOB NO : 19-5340 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17W and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a Coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical loci Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT FORM dr GROUT SOLID o �w �U 0 15 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8F16— B /1T az Lb Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S EBAR MIN. .(1)RE TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° n a O d ° .M.U. #5 REBAR AT TOP e ° A a GROUT MIN. (1) REQ'D Q _ " D J 0 Q 1-1/2" CLEAR a e n ° < m ° 4 C.M.U. n 5 REBAR AT N = w w e 0 BOTTOM OF LINTEL CAVITY m ? w — W V a ra 4 °—BOTTOM o M 6 REINFORCING PROVIDED IN LINTEL < < 8 Z LL o w u, D D < _ W 3 � <'o �, V 5 REBAR AT BOTTC AS INDICATED 7.5/8"ACTUAL ' NOMINAL WIDTH (VARIES) r~n - o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cememiduos coating. See contractor specifications OF 4'-0" LL '-8" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" 0 0 0 Z Np (D Z p� z Y a ti N _ M v OraN zC1 +a � W � U � - - 0 w F tA C E V U M ~ oO $ as W _ � 2 tv U) • 0 Q E O / N D � � W W .�Z] Z Im Wf\'ccg� Z� 18 Wades""a Z Q a] h� 0 F" E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co M h9 4 w z Q J n E ap �dR :0 KU u ou SO Oqg O E N f0 L O <aK o ¢G � W mi QZ y�JJ f=iJ O O Z Q W Q 2s ? oo U a ww W o O �O a= °zla 3 C 27 12) > (y) L ,'00 T(1) N .-. > O U o N m Z v /ram c 70 00 � _ Y) L^ / rrr• J' L0 T I V r N T m E M T oo M cM N c 0 E O m E ci ro a tJ � Q O _J JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS PP ARSENATE WILL N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST 2003 CHROMATED COPPER SENA E CCA-C I L 0U CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW P TREATED W CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE REA WOODS USE C CA OS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAO) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 83 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3.3. NED GNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIG FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2 1.2. N UNIT WEIGHT OF REINFORCED CONCRETE: : 150 P F c 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301,2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2,4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/ TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.1 1" 10d = 0.1 " 12 = .14 " 1 = .1 " 3 48 d 0 8 6d 0 62. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Borecore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irdetion/sprinkler systems includingg all risers and spray heads shall nbt be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crete overpoulr and mortar along the foundation perimeter must be removed be ore extenor soI treatment. 10, FBC-R R318,1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier, must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES, F S E ETC, SHALL BE 0 A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. L 0 0 z � z z � d lV N z C1 U f6 w � LLr U rn '- o E _ � m A as Q m � z N w Z. � Z � O Uj J r N m U W LU BLL. y a us Z 0 T a o F ll,� . ... 1 _ __j v C Hy..........• !�P\�. R O F ES To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M 2 z LL E O zo o g » �R Q o E lJ i- 0- � 0 0ci =-® oa so U Z O E N r0 Qa a o wo a w Z ¢� • ro cj C �� F o oLL 2D > � o a W d 3 mw 0 Z H a0 Oil� CO � F o¢ zla O� o 3 c o T 12 M nL' '00 .= tL a) N 0 < C o N H mca T CD T LO '�T N00 T ui M `- M M 'ryr' o Z el Z 0 E E O E :: c`o c a. v` 0 JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. SN k3' ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +'-0"(TYP.)+ 6'-0" 6'-0" + + +++ +++ z + + ++ + + ++ + + + + + + + + ++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + 'r 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER, 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x p — 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5!8" or 3!4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5!8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x —lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r � 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1li6" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-0" - STUB -OUT FOR O 1'-O" 01 o o LC) GAS METER c (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I IsP 3" f 10rf1 nails at R" n r Q�'/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL lR&O MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w STD. CONT. #5 BAR >I HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max )Small gap 4 max. // _Q--7 Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BC150000 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 248d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCl90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— �I- r::::i•':? • 6., A 1Y2" ROUND HOLE MAY --/ 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS `\ r 2X TOP PLATE 5/8"D THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 1� / Backer Block "Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ' ' • SEE PLAN FOR--'°• .. • • FOUNDATION INFO a' •• G STEM FOUNDATION GRADE REINF. SEE PLAN ra .. x., 01 o L d - d.Q I 1 _IT L`A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nlnr I /rnTl^ A 1 T11 Ir11 1 r-e Ir% TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' d d C. d dV G .a G a A e a Q I I E T �- 1, .a SEE FND. PLN. SIZE & REINF. I� 0 0 ILR_ U z °° S z J M (nV1W - o (D Q) _ LL Cz a--+ ft3 '�• tj No O W W � 0 c � � o U f° ' W A � �0 c o s�o N N 0 w Z i 0 w 20 W argLL <'°z 0. W _E Nz w .> LL W ZOaQ� ?? W a , U f u 4 14 �ti C� r0 r, ry aIk Q =� ���` � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CID W ao LL 8 z oaa� >� =® a ;` U H (15 'z a o d °Z zCa D E ao a o az W I 'M w �z mo ZZz kn J yN1 m U' b Q W f N a3 0 oW LL a ° N� W =I3 Milli o a z <Q � ao $ z1% 3 c o T— ' M L W ■ N IZ �, > Q 0 o cal CL ^C,, m cc W = no � �— c r LO ■T_ *- L0 r I "It 'IT N r ui M T CO M t` CV i o Z Z y _ O „ ro c IL U � Q p c .5 JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. SIN 1 r FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 10 HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH _Z \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR V GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCKORTAR SIMPSON EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N _ "' '� STEP SIZE OF FOUNDATIO 2 x3/16 PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE PITCH > 4:12 , A - - I , AIK OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 ATTACHMENTS 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° ° ° WWF OR FIBERMESH WWF OR FIBERMESH ° 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT - r . ° ° c ° ° ° ° z FOR ROOF PITCH 4:12 OR LESS . ° ° ° ° ° ° ° a ELEV. -0'-31/2" Z ° a ° ° ° d A.F.F. p n . PRE ENGINEERED WOOD - _ ° ° ° ° ° ° 2x4 CONT. a ° ° w e . „ „ TRUSS @ 24" O.C. U.N.O. - 1/2 (min.)- 4 e 1/2 (min.)- 4 -` .� .4 a ° I I ° ° N n rr n 0 0. _ n rrr n _ P �.- •. HURRICANE ANCHOR @ EACH - - - GARAGE DEPTH VARIES ° 31/2 (min. -4_ 3 1/2(min.),7 4 TRUSS (SEE UPLIFT SCHED.) W/ g�� - - - -* _ - - - - METAL PL. UNDER EA. TRUSS ° ° ° ° ° e ° ° ° - - - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" - 1'-4" 8" (2) #5 CONT. 4- � 4 g" SHINGLE ROOF U.N.O. MIN.U.N.O. IN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc,�* TYPICAL BEARING WALL @ STEP rCC NAILING ING SCHEDULE ON SHT. „= , " S3 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP coN���'UOJs� t EDGE ossc�Re ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' E 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \\12"N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET o LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ M�N�o s EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/(10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4701/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL FINISH NP ASSUMED FINISHED - PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR " c > . GRADE 40 MIN. Fy--40kS1 1x2 PT WD FURRING @ 24 O.C. GRADE � �. � e � = z_ #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° �, FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] CELLS (SEE FOOTING MONO SHOWN p _ o a 25" MIN. LAP [30" MIN. LAP] U.N.O. p oo p , e o0 FOUNDATION PLAN FOR CLARITY ° _ _ _ _ 6 MIL VAPOR BARRIER , TAAA„ FOR LOCATIONS) p D ° p =1 I =1 I= I= 1=1 1=� N z #5 REINFORCING BAR R 1 7/8 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 P W U I_ g � W � �T I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH =rr-',Mrs"I1. 1x4 P.T. BASE NAILER ° III-11 I -I I I -III -III -I 1 I- ? T 2 #5 LAP SPLICE (2) #5 CONT. '� I 4"x4" INSPECTION D _ _ _ • . - 31/4" BASEBOARD PORT AT EACH NOTE: g p II I I I I I I II II II I I I I I I I 1 N COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL =III=III= (=I I I I I I 11 o - W/ UPLIFT ONLY _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM - MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I i 1=1 1=1 1=1 1=1 11=1 I=1 I=1 11=III=1 11=1 I i=1 11=1 I=III=III=1 I D1557) -- MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -III-III-III=III=III=III-III-I I 1=I I 1=III=I i-1 I 1-1 I I=I 11-1 4" 1'-4" -I 1 I, III -III -III -I 1 I-III-III-� I I III- I I I MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION.��S3 SLAB INFORMATION. Es - ` I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► I i min. 4" BARRIER ; D �t 1 " ° " 3 GRADE �• • =-,'A. a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/l'-4" (1 STORY) STD. 90 HOOK (SEE ON CHAIRS TYP. 4e 1'-8" (2 STORY)[ DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS-\ z l� Ill n it I�II.��I0, 11--R_411Ell if loll IIII mom MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M J. : . t. ' aTrUr. 4" T SEE A/S3 OR J/S6 I - FOR REINF. INFO. I I 1 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 20- HOLD GYP. BD. 1/2" FROM SLAB 0.01. J CONT. BEAD SEALM INTERIOR 4 4a -3 1/2" ,K A CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4 00 C E- II=III= 11= M 6 MIL VAPOR = - i'- BARRIER . . . . . . ... ... 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8" (TYP.) 10" 46 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS r F WALL W/ UPLIFT r G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR jk = " CONNECTION INFO M a . . TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 < a a A (2) HTS20 FOR STRUCTURAL. BEAM SIZE & CONNECTION INFO- - ° 'A . 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION M — •' •, I I 2x4 #2 SYP P.T. FRAMING w/ _ �� MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 " 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. � w W ABU66 SLAB STEP & RECESS S.G.D. K'M� SCALE:3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 , '- 6 x 6 OR FIBERMESH ° `" ° ° FOR COLUMN TO BEAM ATTACHMENTS 0' 0" FIN FLR TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 8" MASONRY WALL .. EXTEND FILL CELLS TO FOUNDATION PAD `. CONT. FOOTING STEEL MAT REINFORCING. c' ' 9 a ° = _ __ _ ° a _ c� I = I I ° °• 1= = =1 I =1' Z w I -I 1=I III -III -I 11=1 I w o W Cn w III=11I I 1.1=1 1=1 1- Z 00 = =1 I= • • °• - - - = z " -- - Ill ilr4'1' 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 I I -I -III-III-i I I -III I I -III -I I i-=- FOOTING J -III III -III -III -III -I I III=1=1 I_ U I. II II I ITii 11 l l l ,I I -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13 a 0 0 C P-fL- M Z N C� (D _ z g J t-I tl N N z 8 Q) Ur r, �z C1 N 09 U OLu �N _U 0° 12 E _ 0 g8 U �+ e Q OM S� N N Z` o a W z as Uj lu oz. ����` ✓ C� '• i 4?IR Q: f 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co Cl) z g W J U- E g E z o � R. >a o go Q E U �0oZ ❑a W z o� N i aP ao °dc oZ r14 mz io z Qz N ) m`6��' a b 10o aw Z W a v w ao �LL a yw r_ a J O y0 < �� o CO za: aF 03 o �— � M L ,> qqr V x(1) 00 N > O Q C o N a m co 'T O _ Y1 _j -,t N T oi00 M `— M CM c Z _ O y E Z c a E U j Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 811 SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVE SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLYLY WALL IS 1 1/2" MAXIMUM 7HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" — -j 2 x BLOCKING @ EACH END W/ 10d @ @4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L—i00F TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR ❑ ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4. SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 • • —Ilam IiII- �IIlI III'- ■'III III■■ ■I■I�� III■I■ �'IIII IIII'� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE -J J a Ix T W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DC GARAGE DOOR ROLLER CONNECTION ASSEMBL .;, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. , 8 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF ArNpo� �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER kk 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i—CRICKET AS REQUIRED SIMSON SP2 w/ (12)10d / NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD FROOF MOISTURE BARRIER S NNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF . ' 48, SPLICE STAGGERED • N r� • Miti J G . ' 10d @ 8" O/C 'sr q A ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 ki .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /- SIMPSON SP4 / SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END Uj 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE ° a ° TYPICAL INTERIOR NON- E BEARING WOOD FRAME WALLK J S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) °a ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ® • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING ° I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 a O 0 0R N z $ z °° z g (D a z ^, o W p o Qo. U OW V) c �(0 r— o � v m w 9 o anF— 12 8 = _i c NJoe r• Q 0) so N A Z W 91 .� W a NJ^ `^4z a a N W W W m MLL =w in ci A' R zpM LL Z �110� //z ` A d d Q 5� 0 oR. •�•' ••`'•• T O� 0 L r�`%v11kv_ iE To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _j M �2 W z M I. a E� °s ;o �= a ,", =e oa f6 �° Up O N to ME �Wz zM ¢�Z N C z YU aiO 00 °z Z z M J 0i Q Eof Zz a?g a w� g° �w W� U �0 C) u a a= mi CD <f A za o3 2 r M ^L1 W' N i-•� L,L o > CD o N a m r c � o � _ L O CD Lsn ai M T o M M ^ o Z Z E CD rn B :3 C a U _j Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. S4 I SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2„x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 1 1 12" @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR IFIRST FOUR ROWS OF a5° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7116" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7l16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/71 @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES Od x AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER F@ 24" O/C ON SHEET S5 FOR r " DFORLING TOPCORD X-BRACING, AND TOP N SCHEDULE ETES BLOCKING FOR CHORD BLOCKING `° ;� SHEATHING DETAIL FIRST FOUR ROWS INFORMATION --ill OF TRUSSES @ 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " EACH JOINT W/ (2) It AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/2-16d 2x4 PANEL BLOCKING/_W/ 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD .2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) :I ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF LNO N - LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS SAME SPACING)(0�8 DSECTION g SEETYP.WALLSECTIONFOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES " O/C OCATIONS) 10632"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT 4 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 1 MAX./ ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS S�5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 ill I p is CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-T - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z w BRACING w/ (31 • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAILrs SCALE: N.T.S. DIAPHRAGM 7 —4 BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN. � �N��'�I■NI N � iin � iiiii� IOIYIi�I�I� � ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CC CORNER JACK C7 Y a v¢ rr W z IX 0 U HIP FRAMING REFERENCE PLAN a: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 a O 0 I� Z N M Z Q= J N z0li LU U 0 rir � � o U 00 ~ o g '® W _ 0 c N a S� N N �iq Z/"�022 z fA 0 W a W0 � Z �N�¢o aIWL o U) 42 U) °o ap'll'i, `�E101/1�6 {Jv x :r </ . - '< ROFF- s6�11j'rilt lltlltllll��\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co M o w a =o -Z w° >m �� _® i 0 X U '<- oa Q O aE CD N w�- L QZ ¢o Z Kz E� m� N C - w-8 aco x oa' >Z a� 0 � 20 U a W d � � i Nw O w S2 ag Mj CID AO3 C N M ^L, 'W ■= 00 N Q C o N CL m T O _ La) L O •T N '�t r o Z T 00 M c` N c z E O y a v Q o JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. S5 fA 1x4 1/2" DRYWALL r1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFEt 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT _ TO PRODUCT APPROVAL FOR CONN. MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR C 1x4 1 X 4 #5 REBAR TYP, (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3-1/4" LONG X 3J16"� FURRING 3/16"� X 3" LONG „ TAPCONSFURRING (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (n'P,) ` ' BLOCK@ SPACING „ 1 DETAIL x.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH t1 1x8 w/ 2 ROWS 8d NALS 1-1 /2 DETAIL () 3 �� DETAI L D. 90° HOOK (TYP.) STD. 90 ` /� @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT =1L 7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2 EDGE DIST. TO PRODUCT APPROVAL " 0 FOR CONN. 2x8 P.T. w/ (2) ROWS 3J16 ' LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" MEND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' � NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDCELLPER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. = 1610 #FOR 2 STRAPS . , FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2 -0" 8 SOLID W/GROUT 1 X 4 FURRING a SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS " BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ;. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DCAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ! '. '•; '% ' '.: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • r BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN ;:::���:: CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN N.T.S. :••'� • • :•`' INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) A WDW. INSTALLATION DETAILS OR THRU 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 7-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) () W/ 3 #6 X 4%" WOOD ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (TO ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O � X FRy TRUSS OP CHORD AN MIN. 4" EMBEDMENT AT 16" O.C. + �� ��7'/y j,-O„ 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS " „ „ WITH 1l4 x 31/4 TAPCON (1 1/4 MIN. g_g ROOF SHEATHING ATTACHED + REQUIRED D D EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT p D /4" MAX 2=0 8 TRUSS + SOFFIT + ,D D #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + ° CENTERED W/ 10„ a D p BLKG. & BUCK 2X6 TO 2X4 H2.5A w/2X4 SYP s D ° °D IN TOP N 1 X 4 FURRING 8d NAILS(10) EACH TRUSS D KNOCKOUT/ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) ` ` CONNECTOR ' D MONO FOOTING ' D D ° -I SIZE AND REINF. PER PLAN Q VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JSCHED. SEE LINTEL AND SECTION DETAILS -' BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 o D 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D p DIRT TO BE INSTALLED 000, BUILT UP PLWD. BUCK- - " MAX P N PRECAST LINTEL p STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION D 90r HOOK N #5 BAR IN TO FIT ARCH CONNECT WI_q START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION rM STEMWALL FOOTING SIZE AND B-g REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" > #5x6' EMBEDDED INTO EXISTING BOND BEAM Er IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" COVER EPDXIED w/ SIMPSON 1 Z Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3"MIN. EDGE DISTANCE Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w a A REINFORCING AS FOLLOWS: < a j ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ' PRESS PANEL REINFORCING INTO PLACE. v z #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° _ N FILLED CELL SMOOTH. DO NO FURROW. ° e DRILL 3/4"x5"MIN. HOLE LE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o SET BAR IN EPDXY? FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: FV `' REMAIN FREE OF MORTAR. - z ,\ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ to (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TIO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 1-0" , „ SCALE: 3/4„= -1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. E--- a E2 0 0 0 0 C 'n V N C7 z z g a Oto ,z^ V li Cz -J ra 0 �O w c / ra i (6 c) U 0° m F- 0 8 0 v7 r. r~ Q of ah e 4 N N m w z ;s 5!92 W ar�yg�CC" I�' a IN N Z a w Z yLL Wa O\ c.r Q J 0�l fit, '/ all f(11111 . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o o w z _jLL_ QE t; �� s� �P a E UCU W° U �� _® w r o� CD E CN 4) i W S �� Wff ZZ rw C - c� Y �o Zz >z Z d 3 a O ° 1.) W iZ LLLL �LL a mw 7 y Z co � oz zla O- V 3 o r. M L \W N LL �, 0 Q o CN m F— r o Lo J r- O I �r N r r Moo '— c M t\ E Z E O IA z a ai U 0 Q p � JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. SS v v rn LO I rn m J I c i or 0 3 Q Q� O S N 0 C LL 0 i 0 a 0 A ti N 0 0 rZ rn N s L2 BLOCKING CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;"A TRUSS (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER SIMPSON LSTA18 w/ (12)10d NAILS SIMPSON HUC410 SEE PLAN w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ CENTERED AT SPLIT TO TIE w/ (14) 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 1 Od TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE oo OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS INFO11 / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x L7/16 oo 1 1/2" NAILS SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w! 3 16d AT ( ) 2. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION INDICATEDBM A O PT I 0 N B CONNECTION INFO OPTION C w/ (3)1 Od PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH SCHEDULE/PLAN S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d OR SIMPSON---,::— FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CBTRUSS H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pB B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR A ATTACH SECOND PLY w/ (3) ROWS OF 16d N; MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. DIRECTION TYP. A DIAGONAL �i 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS AT 8'-0" MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN I THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 2lD2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT FO)E BLOCKING INFO) BEARING SUPPORT °. ' EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION N1 DETAIL @ INTERIOR BEARING 5" PLAN FOR MORE INFO SCALE: NTS AWOODTRUSS—/ I I 3 SCALE: NTS COMMON B M . ATTACHMENT 18 44 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS jik VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10 ( ) d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS ) 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 1 (1 1Od NAILS AT N EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d— COMMON TRUSSES. " ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP-- SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHEAjkD " PER NAILING SCHEDULE 2x BASE PLATE W/ (2)12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO NAILSTO WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 6" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 1Od x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. A j STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW:�SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a •- (24) 10d x 1 1/2 NAILS @ 4 0 O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � � SECTION @FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22��SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS a 0 0 a z N z z J C7 d N z c Nn Cz ' VN TW W Ln o � � = 4 o w SO N N LU LU Z Oz N�r�j�io *13 .qD h`O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M i4 W z cM O J LL E o �ffi oLL m aR a E OU I— �� �114 X U =_® ono UO Z C D E C14 a� o �o ¢� C - C z 2Y y� o oLL >z Z Zn U oLL O N as >x � is o3 o r M ^L' `W ,/ N .-� LL o > O Q C o N m F_ T o _ LO � 0 LO I �, d' N T 0 M T fM M CV c Z z E O a U _j Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO, D1 WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM �o 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER AV PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2 INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY JIT 1 icm) QED FLASHING 4PER NTH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASEP PER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco e� _4 ° ° O a e ° ° a ° �4 - a ° d < � e ° ° ad ° Foundation Wall ° d. SOFFIT/CANTILEVER FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions in each detail that corresponds to the numbered items in the list of Refer to the number marked as instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster A over block ACKER ROD 1 st floor FINISH - 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8' Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all IW C� 0 M V Z � z J M fZ N _ M Z v V M. O W w� in E U 00 US 8 _ U o C O I s Q rn v, S N N �y`j IZ; R, w z N y Y U W 11114111 W Q 9!9 ° � o Z C N Wt/� Q N M Q O ' , rn 0 N M ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o CD �w Cl) p � z¢ LL =4 >m QN CL C E 00 z® oa UO (6 (6 gO xV =O Z O N ao ao az WW ire p> >_ C Zaz z'p `L U ym mo z OZ Z J22 QW i� a o �u W S r; 3553o ow �z < �3 r =o o CO �Y oz zIa 0r 0 3 o1211 T > M �L\J / N LL, co W T 7 O LO •� I O LO r .r T 00 iu W 4 CM CM N N o Z Z E O e E a ci a o � JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. W P --- - --- _1111 1-' I'ir1 I I - I -- 9 I_ I B Y SIMPSON aE March 20, 2018 Re: Wood Construction Connector Compliance for 2018 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florkla Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing toads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's albwable bad as the bwest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products tD the 2015 ]-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The Information in this letter is valid until 8/302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronabe.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E., LEED AP dwBDW Engineer, Southeast U.S. Branch Page 1 of 1 Sinpion Strong Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Few 972.542.4139 www.ssonetis.can ', w4. ;yp�C.£ $', d. -A �:�,^�' �. t:a Yas 4 � t - 3 ..;: _� � _ l _ k `r,..-.:�r� ..� ,�T.. +} - b*. �i '`F,r•. .'!'�' _ 1 T � a.,. F l ■ F K-'L+. `r- 4 pax 5: Y t A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H0210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3446 HU26 FL10856.3 ESR-2549 MD28.2 FL17232.3 ESR-3445 HU28-2 FL108W.4 ESR-2549 HD410 FL17232A ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2651 HTA18 FL176W.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR3455 HTS18 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3456 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL71473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10455.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10858-R4 ESR-2548 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS28 FL10856,11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS48 FL10655.118 ESR-2548 KLEG3 FL17241.15 ESR-3444 LEGS FL10567.71 ESR-2616 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 tSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL1C852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11495.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11495.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-26W MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-28M MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-26W MPS FL17244.22 ESR-3455 LSW FL10446.16 ESR-26W MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2815 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852-9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.5e/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667-8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17235.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16.2 FL17238.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2813 RT3A FL17238.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR3448 H5 FL10456.15 ESR-2613 RT5 FL17235.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10458.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244-32 ESR-3455 SPS FL10466.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL1D456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPHB FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS26-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10855.4 ESR-2649 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441-1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDS FL17219-5 ER-0200 HHETA20 FL11473.9 SIM200802 ' - - LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 99-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the colruction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01.67.0 psf ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +67.0/-87.0 psf ThannaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThennaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 pat ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThennaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WtndCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL16349.1 +40,01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Fell Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc VentRV10 FL21580.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA Borel Tile Saxony 900 FL7849.16 - FL7849.20 NIA F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032- Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17859.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CD ._ � N _ FD O� CD ++ U �\ Q/ C U .� O W �V CIO 0 Fn 0 0 21C L Q) C ICU LL O Cn - � a Q L .� � . .C -� /�/�� h/) Q Z ^W W r� `IO O CL CL V�W�/� / MCU W n� CL CIO L� w Q W Z J Z Q J IZ SHEET PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I Of e I V12 018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail LadL artery L Made Ifo1DAL Qga lick Dsb Pandu gee Iva Y101ae Maamd&d EMAeenrd Aumud Am" 7Ja vrale" MwmActiaer paaem Endmwllinroe Vtlitltlatl By Rwhilon 2017 Thermo -TN Com"ion Rik Va1yM Lyndon F. SCmnIdL P.E. Ryan J. King. P.E. 10r15/2017 0711202017 10118,2017 12112F2017 Approved Review 2017 Tnerme-TM ears.-Mw Rlek WeShl Lyndon F. Schmid, P.E. Ryan J. long. P.E. Category: EWadr Doors (419) 298.1740 PE43109 (813) 767.65W Category: Mderk. Well (419) 298.1740 PE43409 (513) 767-6555 Subcategory: Sv aging Exterior Door Auwnbbs dcbvortvbMpcomlaans. Subcategory: 6lMnyrg Exterior Door Assembles ricloviprarbidgCansgnrds. Compsanw Method: Evoluebn Rated Ran a tan areas Method: Region from eom Flossie Registered Ambled a a Ueensed Flatoe Florida liked or a a a Licensed Fbtda r proressionw _ Profession En krw a FL620414t3.Predude Page 3 d 18 11 20 Daft Date PaMlne g," Ypaepteg )Sub,M,d FBCA02" A,—,d Amu 121132017 12P132017 12/212017 021131:2018 Approved OgpgtrAyILare Aeerevedfat Uto Awnavedfr Ua JrQgt gielae Omdily Mwaa es Aesror•d for Use Aaorowd/erUu hoer! 0,,I- Ing Product MedY. Nuuber ar None Pmdmt Le6dwIIL c.hi tz Weld, HVKZ Sugl t P—,, AMA ue Product NedY. Nbsr er Name Preduct Dsaedetlon CedFs raet dr.tbn Dab kui= WLWLL= ECOMM 1 a. Them&Tm Fbsr CISMc and SmoaMStr Nomind 6dir)9:8 age*ENorl-ImpeddvPml; Op". 12/3il= No Ye* No WA 1 a. The..T. Rber-Clrsk and Smodh.Slw Nomtrlw 68i "6quor?Wrrlmpad6oNd; Opegw 12011=1 No Yes No WA CerrpoeM Edge FBMrgMn Single Door Composes Edge Fbwgh- S41. Door o . X ) (IWpAro; X caMDurel-) rot O MS; Fberglus Stogie Door n 6 r. ThermsTru Fbee-CMssk wed SmodMSter NombW 88itl896qugidon-hepacuquW; Opaque12/J1=1 No Yes No WA Canpos Composes, Edge lebwpen Singe Dow ne*tn : X satin neon (I , X n 9 I. Therms-Tru Fber-Ckwk and Smooth gor Nw" SWUM aquo&j4 r 1mpsd6Wo); Glued 12/3ir= No Y« No WA 9 I. Tema-Tru FMrClwdc and Smooth Slar N-MM 660391 &qUd f4aMmpMiquol; Olaed 12t3l=1 No Yes No WA Compose. Edge Fbwpbn ShVe Door Composes Edge Fbargius SWO Dow 0nse09rOid-swig: X configuration) 9 4 svA ;X rstlon 14 n. 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UddI, PE 06,1=17 OW12017 OW152017 1011002017 Approved Odwwy; 6xtenlor Dope (717) 3M-3300 PE-10514 (717) a172461 CaYewr: Exterior Doors (.arm 395mog PE-02814 (717) 317-6454 SebCooaosy:tiainge>rrbrDwAeoe*egs bolegpforfevdoan asiOubsoy. slurs Exterior DOWANWOu bourosowntord.own Cowpea se, Msend EnkMOon PAW ken a Cooplonoe ll EsakMtlar Ropat6rom s Florida RsgiMwst Amhbd or a usurped Flrlde Prabe*brear arx0Yew Florida Registered Ardtted w a Ll w*W Florida Pn06eslon ExeeEmr Bl1W234EMOMIt lid.kA1M■am ANaorlaLum AosmiaLLULgis lomw aola PLMS232-PA Presents awmk AOiadm arum LLb um AIKMMmkmm a" gem Let 9derarloobolmpll lmmm gummLm irboor Emaerm Lora SaodImbolL le hfaEtfi 2011 SMIN Ifadalr hemae 3 8m6Es 420 AllMMM SOD nMNFDAM SERIES 420 ALUMMM SOD REPWORCED OKO 17I3/2WS No Yes No WA 4 > 420AWMMUM SOD RENFORCED RFAk CW CK. 12131=8 No Yes No WA XSERIES Florida Deprhemnt of Business & Proh«ional Regulation Bulking Codes and Str)drds Product Approval Appka*m Detail Paplai 14=6 Boti27bm gm ELM oft go RdLfte be gib Las riadm ■laldmiEK pod LooLLLMM Ymmidum )loaded his ZwLha d AM1110211 alma Revbion 217 clam"ft PreW* COMWW Ilakriseler9oM blsrlek Tooeg a«ek« 14% Gary primmer ilrIM7 011110WI7 121 MIT Approved cmM wy: EeprI Doom 013)7704= ken (513) sigma Steesoeoyl SedbM MOON DowM«rkss nlwsssuEoMorfopsy awn CoepssnceMlmdtcen I-- MMorueag Bates RMdk AtllMam Aae■NL&Cfm Aeanowedforuse mmm germ ems mMtmOmedoam pYsdlobooILpk IRWAR Q M NLk= BWAM Errseft r 037 V" PAWV ISI: 84A, 94. 73, 76, is=190. 70, 81101 Pre Met, 26 98.) 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PE 1100=7 16202017 12005=17 Approved Subcategory: Single Htsg bslerdier®mNN.com Caweuy: ExlMrler Doom 041) 4"0" (ass se"ro7 cornpaanes Method: (ktnewbn Mark w Udlg 800atepq: Exterior DoorCrrawrds davadK%*uws1lgy-gg - coalrss,a~causswonMark r►M4 Re- - Q)y(gLppeacancs Acarw•d for use Awrovedfrr Use fusser D,,i- Ala Product ModY.NrenbwrNres ProductDsaeddlm corbactElwration Daft 1,HVHZ outsideNVNZ WflgCt E111111,111 linoLA� AommiuJm aoanu mm b M giola 2 185 sH 52s84 Fhf" Frame IG W S o Hug 10A)SWO No Yes No +601.60 Lag OsMdOrW■n giduagoo■mOm aim Qk0NwmPr !Yelled EIS 1 M7, 707, 727, 747, did S47 WpY rid tab of Roe FbML Gausd, wed Leewwd dM6M WA POI Of 12f3lMM Yes Yoe Yes NM ... now d=M Float Wa Daparbrwd of BtesYls,es & RofesMorMd Repdaaon Poplar Buiidkg Codes and Standards, Iwms Product Approval Application DOWN B amm giro loo Lat go gib 29&EMdla gift gm Lae INN= Iftftmmm[ 20" aadmafAlk me Xmas" 1111111111111111110 Mem� arLhomal Aaan o Lda Lee ME" Meamo■ Rrlobt 2017 MVAId-- endorses ftsidsebP Anrrbars Aedrmtiaat aEWm M. UML PE lniaxm? 12412017 OV06=8 Approved RWMbn 2017 POT krderelem earesrrkWndowm pin3esamo Mr AtewmApredabn p17)31744H Celoeoey YMndowa seeCaoeary: Fiord SWCA%Pyx Fled oup enceMlrek CwrMAgn Makwudmo CawOlrmeMleck Carnfplon MarkwLNBg 9YrldmEvaa AaamrdloLim AamdaLmn lftnr Ram amg �Q■■rra gm be HYIJZ alw ale Bohm Emmaft LSE 1 1s6RV 73x 72 Amass lame 6411320iS No Y« NO +601LO / PWa820 Omp MMde- I II p4a Departinamt GA lilt I e & PTDfarry • ew'�^• pp l er 1 &dldinp Codes red Standards laws Product Approval Appkad- Ds,tas BOSOM ask go" par gift phPaia gift mu vMIN M Mwb@O a pop a hoLLLMM *Mom 11R1Mma s)Moalll fffieaamW Ao®od No ROW" 2W7 ThofnkTn CmPWWM Nk W4rM Lyn" F. Sokmld, P.E. RusJ. fog, P.R. 1614=7 1onaml7 laaw"T 120182917 Approved caEsaany Extofor Duu "l*Mt740 PE43400 (813)W4eM SubCalsp tin. 1 egg caasar DwAsesnele* ststao�ebl`wut9ar. CegSnao Maamk Enhoom Report llam a top )irate RaebfMsa AroNe*t era LI0KOW Florlaa Pfabuid, Ergifrr BA MfY>MEm " OoobLA■arr ANIREEMILftYls Ammsdlocgia bold arm Lag lamramMOlm 200ELONNIlLm Inmlb gisoL 0>i Lour ribs 1 a. sq�,iOltMtmoeSWBquat, S9s38,89eeMptpadfgleet Obpd ParrgioM 1Y311S21 No Y« Yes WA apmfp7atloGlEquat or aparlCGe*alaDna 8"boe-pOErwlro oroww"cowilgersdon IbstWaseemb Flonda Deparonant of Bwo»ss & ProlaaW * ReguMion Buk*q Codes red Sandards Product Approval Application Ds,taa - Pep 1d7 tTM18 Lift ar ROM am 20LEmam gin glow smlmmllbaml XdMOR X )sects/ MdMmd ROCAnowal Aaamd am DOM Ruck Mon60oM 8000-CER MrrtDo«BCCO-VAL 12202017 1200112017 121262017 Apposed (941) 406W00 (rs6) 316-UM wVarMallpgAidlmbMp.dam gmdk mrmm Aamoved for tow Assumed for laam troll EILMd■mtlrla fimisdMMMEMILQ11e U MaQ 9MMLHM IYeYYr LEeEm Vkryl Fbad VVMaOw Oar30R020 Y« Yes Y« NM Florida Dep6rMwat of Business & Professional Regulation Pop I of I Building Codes and Standards law$ Product Approval Applcation Mtail EL1195221,166 pm iarLa ak gift pbboms gia Lai riom flm udm 21am I Md" Xdd" amb ■ f rLA200" 61EM d MMm Rerbbn W17 Tbermr►Tru corporation Rkk Wdgit Nod" AodadMbna )pore J. lore, P.E. 122MLW7 00212W7 12G212017 Approved SaAealY: Otrbr Dodo (419)ISS4740 Mrmpw«at Ytatlk« B13)76746M B1e01e97: SwWeEg Fubrbr DeAesrreba tdevolaaMesoe*tibnla 0aepeMw Wiwi CwaaSpn M" or LMag cum agimakanism gooLa eaMm A0ireve0&C4se A■owadjorJY! 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Uteh, PE 0111132017 0111112W7 0111162011? 1001002017 Approved CaYew7: EftW Dona (717) 306J300 FE42514 (717) 3174464 GubCeaeep7: Slwrg Fxbtir«r DA"NMW WMngardrtist— GAopaarmo McMO* Evaluation POW moan a Fbdit I ... eed ArdM«t w a Lle*npsa Pbf W Praraaw"M Frogs Bl"62311,41dPdlmt OudkA m A■mmitLum A■mnLLaLum li" firm LSE EmOMLOOK m QM■gxmkdgoao hlMf>Q 20INU o¢ ikldEm Pressure / SUM 42D ALUMMIIM SOD SER E8� S00� 12212W S No Yes No NIA ram Lae loam most = ft ho 1 2017 N VA e.ere wedDorn Canary: Bbfbr Donn 9uhCeoewy: rarlp lWatr DeorAeammbbs Cows ms Moeek Evalatim Repot from a Fbebe Is 9'' AFCNW or a Lb«NO F1rNk Prolbselonol Elgbser B mE 6 SERIES 4WAL.UMMUM SOD REINFORCED Florida Department Of Business At Profapional Regulation pp I d1 Building Codes and Standards I42ae Product Approval AppYeallon Detail LaalLal gift ego adLbodo orb geEMr Buok"Lauk )bldgltk riaasad Am EEMYd num®I hwund Loa Blurt emnpw Lub Ro6orb L«e 0bv«M. 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EDBW NAICCODEW174:110 GersOs Door PSF B H SAm mm version Yrrmmea RevMkn 2017 Per kw lions Caosoy:lebetlows smcregry: skab )keg C«plarme Metbok CMMotie* Mark w LWq Lad ElodmiLmom lesions 7 81140oo Bare Mbeb wpscIt Florida Deparlmak of Blalfnews & Profs,«bnal RapLAat on Builift Codes and Standards — - Product Approval Appkadw Detall Pplwl IAWI$ Inaba pat go g tbooeo gib tom SM60KAL&M )Wldmum Milo" Ado" FWAnwo Y 622m m M" Down R«rk Mwn4)&%B000-CER Mem4Dob BCCO-VAL 122012017 121092017 12)2M1017 Approved (041) 4M4100 pea) 3/6-late anent edwgleo•cm Ammndfar lUse Answered Sol heed Qom emMdQmeMlm pmindiMlMampY h111M QNMML Dora sooka EE Vkgl Single Hung V1Mdow 07202W0 Yes Yes Y« WA Florida DepaMrM of Business & Profpeional Regulation Bullding Codes and Standards Product Approval Appiloatlon Os,taM Pape 1 a I I IMMIa d9l ovum sob Boom Qre Raft Rob maea all bale ride IMOWWnt fado palm uumms moo mix me" ON" HgAMIMIM Aomna awe RrAWA 2017 TMmra-flu corporation Rik Wright 1,1181" AOMOW son 6 Ron J. 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Number or Name Product o.sedotlon Codn0 Ex /2024 Ora �J, MrltdYtllllLi assistant � Mrs Mull Mdt� Mr! � alreLJY pan Call 09, �a� Mae 18 26 Ga. GUIfPBR 26 Gov. Rod Panel over 1X4 Wood Min 28 Go.over OM122024 Yes es Yes N/A -NIA/ M� mi0 aLK � NBease ngd� A omm sae m m Version Manufacturercontact Bsalneer & Linese validated Ev yaaa� jr y{�ged F&C Amaral Apmvod l5f32& ;Plywood Minns war 151PSR PSF INS � m� RevWa 2017 Cvanw.. Camelp Pmduda,lnb. irk I�LkQ I�g Roartoma 71HUY N. NUYNf me Noy 101140111117 1001341017 toriL=7 120122017 Appi ed Revision 2017 Gulf Cast Supply& Manufadurkp, LLC. En➢David Daniel S. Kuhn Locke Bowden P.E. 10/122017 1011=17 1O/17/2017 12N2/2017 Approved 19 28 Go. Gu1fPBR over Mn 28 Ga. GuNPBR Per 15/32&qua; Plywood 04/122024 Yes Vas N/A +N/AlA51 +N/N -154.7PSF O riea8, causes" Grroasls (8/3) 66"= PE410122 (382) 5N4311 Category: Floating (352) 498-0778 PE-75519 (334) 300-1800 20 28 Ge. GulfPSR Mn 26 Go, GWfPSR over ix4 Wood Pudlns over 04/122024 No Yes N/A +N/A/ L atreresaI Piaditthousuoed as a Reald of PwaaostmOFph- Subcategory: Metal Roofing intogigulfcontsupply.com 15/32&qua; Plywood -151.7PSF bW Mi mommak l ahredost Require ham a Comp6Mrce Method: Evaluation Report Rom a Florida Registered Archftacl or a Licensed Floods 21 25 Ga. GulfRib Min 26 Go, Gu11Rlb over 1 x4 Wood Purlins over 15B284ud; Plywood O4VIM024 No Yes N/A +N/A/ -164.2PSF �\ Lja FloridaR4g11MW Art&Yd Ora LYlalaed Fax Professional Engineer 22 28 Ga. G.Mb Mn 26 Ga. GORR, over l 5/32&qua; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF Q PoaYw4al lap f"Llmhattmtm$Mnn»NberrL - - _ - 23 26 Ga. GulfRib Mn 26 Ga. GulfRb over 15132&qud: Plywood 04/12/2024 Yes Yes N/A +N/Al � 9amcaesae� Approved far Use Approved for Use, mltP� M� 24 26 Ga. GulfRb Min 26 Guywbover tx/ Wood PurBns Per 04l122024 Yes lass N/A +N/A/PSF aBemlaleWe aeemAllelY! � Mare aBaa s,.mma S Bsdwm PJ?�m QGa.uo 15l32&qua: Plywood -164. -164.2PSF I&la]NB emmklm B� ftW rib Yn WA WA / 0.032&qud; Aluminum 5V Crimp Mn 0.032&qua: 5 V Congo Aluminum Roof Panel 04/122024 over 1&32&qud; Plywood No Yes NIA +N/A/ -108.5PSF 25 29 Ga. GumOb Mist 29 Go. GuNRlb over 10 Wood PxOns over 15r32&qud; Plywood 04/122024 No Yes N/A +N/A/ -123.5PSF }, 1 Ora PwCaal or Connrdel Conceals Paodprb Paoaal wed Partreeded Corwae UwAb O6r162p21 2 3 4 5 0.032&qua; Aluminum Gulf Lac 1&quct; 24ga. Gulf Snap 1&qud; 24ga. Versal oc 1&qud; Versal.w .032&qua: Aluminum Mn 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 Roof Panel over 15/32&gcla; Plywood 1&qua; Gulf Slap 24 Ga. 178,qucL wide Roof Panel 04/122024 over 15/32&qud: Plywood 1&qua; VwseLoo 24ga I1.5equd; Wide Rod Panel 041122024 over 15/32&qua; Plywood 1&pudar ; Versal-oc m.032&qua; Alumtwm over O4/122024 No Yes Yes Yes Yes Y. Yes Yes NIA N/A N/A N/A +N/AI -116.OPSF +N/AA-131.OPS +N/A/ -i3&5PSF N/A/ 26 29 Ga. GulfRib 27 29 Gov. Gu6Pob 28 29 Ga. GuNRb Lion 29 Go. GulfRib over 15/32&qua: Plywood MIn 29 Ga. GulfRib over lx4 Wood Punhs over 71168,quel; O.S.B. NM 29 Ga. GulfRib over 7/188qud: O.S.B. O4/122024 04/122024 O4/122024 No No No Yes Yes Yes N/A NIA NIA +N/A/ -14&0PSF +N/A/ -101.OPSF +N/A/ -118.OPSF O 8 1.5&qud; 24pa. Gulf Snap 15/32&qud; Plywood 1.S&pua; Gulf 9ne0 24ga.18&qud; Wlde Rod 04/122024 Yes Yes N/A -t101.OPSF N/A/ Pend over 15m&qua; Pywocet -116.OPSF g 7 1.5&qua; 24ga. VersaLoc 1.5&qua; Versal- c min 24ga. 16&qua; wide Root 04/122024 Yea Yes N/A +NIA/ 8 2&qua: 24g9. MogaLac Panel over 15/32&qua; Plywood Min 24 Ga.2&qua: MagaLoc 15&qud; wide Roof 04112/1024 No Yes N/A -123.5PSF +N/A/ Code Varalan: Application Type 2017 ALL FL e: 11651 Product Manulaefurer: ALL Panel over 15423,quct; Plywood -108.5PSF Category: ALL Subcategory: ALL r^ 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf La 188qud: Wide over 15/328,qud; 04/122024 No Yee N/A +N/A696.7PSF Application Matus: ALL Compgana Method: ALLpwood Y Min 24 Ga. Gulf Sam 16&pnct; Wide Roof Panel 04/122024 NO Y. N/A +N/PA83.5PSF Quality Assrranee Batty CaVad Eralnd: ntanshoo E ALL Product Model, a Nary: ALL ICU 70 11 24 Ga. Gulf Seam 24 Ga. GulfSeam Wood Purees r 15/32&qua overix'Per ; Plywood Mal24 Ga. Gulf Sam, 1 3/4&qua: Snap Lock, 04/122024 No Yes N/A +N/A/ liked Aoved for use outalde XVLIZ: Approved ALL ALL a In HV Approved for use M NVHZ: ALL knPect Realstant: ALL `v M 18&qud; Ydde Roof Part over 15A2&qua; Plywood -108.SPSF 0.10, Presses: ALL Date From: ALL W 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crmp Rod Panel over ISr32&qud; 04M22024 Yes Yes N/A +N/AI Date To: ALL plywood -156.5PSF 17 28 Gt. SV Crimp Mn 26 Ga. SV Crimp over 15/326qud; Plywood O4/122024 No Yes N/A .N/A/-1N/A/-131.PSF W 14 28 Gc 5V Crimp Min 26 Ga. SV CrmV Rod Para over Us Wood 04H22024 No Yes WA Pair over 15/32&qua: plywood `N/A/ SF 15 26 Ga. Gulf Lap Min 26 Go. Gulf Lok 16&quot Wide Rod Panel over O4/122024 Yes Yes N/A +N/A/ 1562Plywood -161.OPSF Q 18 26 Ga. Gulf Lok Minn 28Ga. Oa.Outt Lok 16&qua; Wide Rod Panty over O4/722024 No Yes N/A «N/AA83.5PSF Z 15/328,qud; Plywood 17 28 Ga. Gu"PBR Mar 26 Ga. Gulf PSR Rod Panel over lSnUqud; 04/122024 No Yes N/A +N/A/ pywood -154.7PSF Z Q. ET P�;1�3 s�—